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A platform for research: civil engineering, architecture and urbanism
Pile head chiseling-away structural part and construction method thereof
The invention discloses a pile head chiseling structural part and a construction method thereof, and belongs to the technical field of pile head chiseling. According to the pile head chiseling-away structural part and the construction method thereof, the pile head chiseling-away structural part comprises supporting steel bars, the supporting steel bars are welded and evenly distributed in a surrounding mode according to actual use requirements, and the supporting steel bars are sleeved with annular bamboo plywood. The problems that according to existing pile head chiseling, the specific position of a pile needs to be determined firstly, a chiseling method needs to input a large amount of manpower, material resources and time resources, noise and vibration can be generated in the cutting and chiseling process, the surrounding environment and personnel can be disturbed, the construction difficulty is large, and operation is limited are solved. The upper end of the concrete pouring position is wrapped by the annular bamboo plywood, redundant scum generated by follow-up vibration is covered by the annular bamboo plywood, the caliber of the pile foundation can be reduced through wrapping of the annular bamboo plywood, and separation of the position of the separation cavity can be conveniently achieved through direct pulling after the outer portion of the annular bamboo plywood and the inner portion of the PE pipe are fixed in the follow-up process.
本发明公开了一种桩头凿除结构件及其施工方法，属于桩头凿除技术领域。本发明的一种桩头凿除结构件及其施工方法，包括支撑钢筋，所述支撑钢筋针对实际使用所需环绕焊接均匀分布，所述支撑钢筋的外部套设有环形竹胶板。本发明解决了现有桩头凿除，要先确定桩的具体位置，凿除方法需要投入大量人力、物力以及时间资源，切割和凿除过程会产生噪音和振动，可能对周围环境和人员造成干扰，并且施工难度较大，操作受限的问题，本发明通过环形竹胶板包裹混凝土浇筑位置的上端，后续振捣产生的多余浮渣由环形竹胶板覆盖，而环形竹胶板的包裹可减少桩基的口径，便于后续固定环形竹胶板外部以及PE管内部后直接拉动实现分离腔位置分离。
Pile head chiseling-away structural part and construction method thereof
The invention discloses a pile head chiseling structural part and a construction method thereof, and belongs to the technical field of pile head chiseling. According to the pile head chiseling-away structural part and the construction method thereof, the pile head chiseling-away structural part comprises supporting steel bars, the supporting steel bars are welded and evenly distributed in a surrounding mode according to actual use requirements, and the supporting steel bars are sleeved with annular bamboo plywood. The problems that according to existing pile head chiseling, the specific position of a pile needs to be determined firstly, a chiseling method needs to input a large amount of manpower, material resources and time resources, noise and vibration can be generated in the cutting and chiseling process, the surrounding environment and personnel can be disturbed, the construction difficulty is large, and operation is limited are solved. The upper end of the concrete pouring position is wrapped by the annular bamboo plywood, redundant scum generated by follow-up vibration is covered by the annular bamboo plywood, the caliber of the pile foundation can be reduced through wrapping of the annular bamboo plywood, and separation of the position of the separation cavity can be conveniently achieved through direct pulling after the outer portion of the annular bamboo plywood and the inner portion of the PE pipe are fixed in the follow-up process.
本发明公开了一种桩头凿除结构件及其施工方法，属于桩头凿除技术领域。本发明的一种桩头凿除结构件及其施工方法，包括支撑钢筋，所述支撑钢筋针对实际使用所需环绕焊接均匀分布，所述支撑钢筋的外部套设有环形竹胶板。本发明解决了现有桩头凿除，要先确定桩的具体位置，凿除方法需要投入大量人力、物力以及时间资源，切割和凿除过程会产生噪音和振动，可能对周围环境和人员造成干扰，并且施工难度较大，操作受限的问题，本发明通过环形竹胶板包裹混凝土浇筑位置的上端，后续振捣产生的多余浮渣由环形竹胶板覆盖，而环形竹胶板的包裹可减少桩基的口径，便于后续固定环形竹胶板外部以及PE管内部后直接拉动实现分离腔位置分离。
Pile head chiseling-away structural part and construction method thereof
一种桩头凿除结构件及其施工方法
YANG XUEWEN (author) / LEE YOUNG BOK (author) / ZHANG WANGBO (author) / GAO LEI (author) / WANG SHIYANG (author) / WANG ZICONG (author)
2024-11-29
Patent
Electronic Resource
Chinese
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